HomeMy WebLinkAbout3401-4KNOX AVENUE
LINE $PC$$ LLj
SEE SHEET NO. 6
SCALE IN FEET
0 80 120 160
NOTE:
ALL ELECT. LINES ON NORTH SIDE
TO BE MOVED UNDERGROUND. SEE
STREET .IMPROVEMENT PLANS.*
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APN 226-171-04
Z,
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PR DGE OF PAVEME
0 LT1 MATE R Ld I MATE R/W
NT15
A 45* PROPOSED EDGE OF PAVEy NT
Ld
M 04
B 36
Z cc) -d- APN -2-26-181 —11 APN 226-181-12
C 3.90'
Lli
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LINE '$A')
SEE SHEET NO. 3
CONSTRUCTION NOTES:
O—CONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE.
@—CONSTRUCT 54" DIA. R.C.P. D -LOAD PER PLAN.
&—CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 24" DIA. R.C.P. D -LOAD PER PROFILE.
7o -CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10.
@—CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET N0.10
@—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
SEE SHEET NO. 10.
12 CONSTRUCT DOUBLE BRICK AND MORTAR PLUG.
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
OD
N 440513'3119 E
—
10.52
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
3kf_
—
45.00'
13.26'
Z,
POSED E
PR DGE OF PAVEME
0 LT1 MATE R Ld I MATE R/W
NT15
A 45* PROPOSED EDGE OF PAVEy NT
Ld
M 04
B 36
Z cc) -d- APN -2-26-181 —11 APN 226-181-12
C 3.90'
Lli
c,,4 F-
N
+ LLI + C_=)S D,= 54
U-) C14 Lo 'k APN 226-183-12� APN 226-183-13 APN 226-183-30'rn
r�o ro
D 66 +
C.0 C)
2
Ld--6
—183-34 APN 226-183-16
"d- c:)APN 226-183-3,; APN 226
CD C-4 CD
Cy -4 to C)
cn + Ln _F C)
1+
NUE
0U�o
S A
VE
15 10 13 12
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Licn V)
V) + +
C) C)
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LLJjsF"
U) V)
Ll–N�E
t
LINE '$A')
SEE SHEET NO. 3
CONSTRUCTION NOTES:
O—CONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE.
@—CONSTRUCT 54" DIA. R.C.P. D -LOAD PER PLAN.
&—CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 24" DIA. R.C.P. D -LOAD PER PROFILE.
7o -CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10.
@—CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET N0.10
@—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
SEE SHEET NO. 10.
12 CONSTRUCT DOUBLE BRICK AND MORTAR PLUG.
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
OD
N 440513'3119 E
—
10.52
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
LO
16053'00"
45.00'
13.26'
6.68'
QF
N 28005'30" E
Al
19.73'
—
OG
N 4405831- E]
AS SHOWN
DATE:
23.33
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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COOPER AVENUE Rl=r_r%t I
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TFftsE RL-00no
FPA41C�S HAVE BUM PMPMED, I
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FELEVBENCH MARK.- 8-17 BASIS OF BEARINGS. -
C CALTRANS BENCHMARK 18-1Z A THE BASIS OF BEARINGS FOR THIS MAP
A
EN
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C
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M
S
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LnF4E Cffji�EK RD
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00* 12 J5 E ON #00RD
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j4j NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
5
OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111199-10J
OF SIERRA AVE.
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10)
A TION.- 1428-609
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
E
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS P MAS
OF THE DATE OF APPROVAL SHOWN HEREON ANDV
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CARRIED FORTH IN A DILIGENT MANNER, THE CITY < No. 62183
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Expi 9-30-05
BRING THEM INTO CONFORMANCE WITH CONDITIONS CIVI
AND STANDARDS IN EFFECT.CALIF
5\ RECORD DWG w
Si
'-APN _226-
N
PHASE I APPROVAL
LI N ES A, B, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY
OF FONTANA, C
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
LO
DRAIN IMPROVEMENT
PLANS
ao
W4
co
APN 226-1717'03-_-
+ cl
Al
PHONE (909) 948-1311
Sc
DESIGNED BY:
C"OTIS AVENUE LINE 19A99
AS SHOWN
DATE:
CQ
CATAWBA AVENUE
Si
'-APN _226-
N
PHASE I APPROVAL
LI N ES A, B, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY ENGINEER R.C.E. 51152 DATE
11K
Prepared Under The Supervision Of :
CITY
OF FONTANA, C
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM
DRAIN IMPROVEMENT
PLANS
ao
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
DRAWN BY:
TRACT NO. 16427
SCALE:
PHONE (909) 948-1311
Sc
DESIGNED BY:
C"OTIS AVENUE LINE 19A99
AS SHOWN
DATE:
CQ
CATAWBA AVENUE
MA - "__�Oml
K�OX AVENUE TA CATAWBA AVENUE
clq
N
Date :q*/? -.p3
CHECKED Bj-PRO D BY:
DRAWING NO.: 4
R.C.E. 62183\J EXP. 9-30-05
CITY ENGINEER R.C.E. 51152 DATE
11K
Prepared Under The Supervision Of :
CITY
OF FONTANA, C
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM
DRAIN IMPROVEMENT
PLANS
ao
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
DRAWN BY:
TRACT NO. 16427
SCALE:
PHONE (909) 948-1311
Sc
DESIGNED BY:
C"OTIS AVENUE LINE 19A99
AS SHOWN
DATE:
CQ
MA - "__�Oml
K�OX AVENUE TA CATAWBA AVENUE
JULY 200J
N
Date :q*/? -.p3
CHECKED Bj-PRO D BY:
DRAWING NO.: 4
R.C.E. 62183\J EXP. 9-30-05
J401
MA CITY
ENGINEER R.C.E. 51152 DATE
10
JA126-1662\storm\sd04.dwa. 09/18/2003 02:44:22 PM. GB.GB